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11/2/2017 4166

HMB Professional Engineers, inc.3 HMB Circle, US 460

Frankfort, KY 40601

Phone: 502/695-9800

Fax: 502/695-9810Gwen Pinson, Executive Director

PROFESSIONALENGINEERSJNC

Case No. 2016-00229

Public Service CommissionFountain Run Water District

211 Sower Bouievard

Frankfort. KY 40602-0615

WE ARE SENDING YOU • Attacfied • Under Separate Cover Via:

• Stiop Drawings • Prints • Pians • Samples '

• Copy ofLetter • Ctiange Order •

RECE!

NOV 0 S ZUI?tfie foiiowing items:

PUBLIC SERVICE• I r\ x:_

)im\'

COPIES DATE NO. DESCRIPTION

Record Drawings (Contract i & II)

Substantial Completion Letter (Contract 1& II)

Letter stating when project started and reached 50% complete

Documentation of Costs

i

'

1

THESE ARE TRANSMITTED as checked below:

• For Approval

• For Your Use

i • As RequestedI '

1 • For Reviewand Comment

I.• FOR BIDS DUE

REMARKS

If you have any questions, please call.

• Approvedas Submitted

• Approved as Noted

• Returned for Corrections

•

COPY TO Chris Veach, Fountain Run Water District

• Approved as Submitted

• Approved as Noted

• Returned for Corrections

• PRINTS RETURNED AFTER LOAN TO US

SIGNED: Jeff Reynolds. P.E.If enclosures are not as noted, kindly notify us at once

PROFESSIOMALfclMGCNEEnS. IfS/C

3 HMB CircleUS 460

Frankfort, KY 40601Office: (502) 695-9800Fax: (502) 695-9810

Highway Engineering

Structural Engineering

Water &Wastewater

Sit^ Development

Right-of-Way1

Master Planning

Environmental Planning

SurveyingiI

Projept Management

Cost EstimationI

Construction Inspection

Aviation Services

Environmental Remediation

December 6,2016

Joe Comwell, ChairmanFountain Run Water District #1P.O. Box 118

Fountain Run, KY 42133

RECEIVED DEC 0 I mi8

RECEIVED

RE: Substantial Completion and WarrantyContract I —Pump Station Rehab.HMB Project No. 4166.00

Dear Mr. Comwell:

NOV 0 3 2017

PUBLIC SERVICECOMMISSION

Substantial completion of the above referenced project was achieved on December 6,2016. The contractor's one-year warranty period began on that date and shall expire'onDecember 5, 2017.

To the best of our knowledge and belief this project was completed in accordance with theDivision ofWater approved plans and specifications.

It has been apleasure working with you and the Fountain Run Water District on anothersuccessful project. We look forward to future opportunities to continue our relationship..

Should you have any questions, or ifadditional information is required, please do nothesitate to contact meat (502)695-9800.

Sincerely,

HMBProfessionalEngineers, Inc.

Jeff Reynolds, P.E.Project Manager

cc: Neal Zabkar, N.E. Zabkar, Corp.Mark Givens, RD

Kentucky . Tennessee . Indiana • Alabama

3 HMB Circle

' US 460Frankfort, KY40601

Office: (502) 695-9800Fax: (502) 695-9810

Highway Engineering

Structural Engineering

Water &Wastewater

Site Development

Right-of-Way

Master Planning

Environmental Planning!ISurveyingt

Project Managementi

Cost EstimationI

Construction Inspection

Aviation Services

Environmental Remediation

December 6,2016

Joe Comwell, ChairmanFountain Run Water District #1P.O. Box 118

Fountain Run, KY 42133

'̂ ^CtiVEu LiPC 3 I 201S

RECEIVED DEC fl 1 .o.o

RECEIVED DEC 0 1 T":;

RE: Substantial Completion and WarrantyContract II- Small Dia. Gravity SewerHMB Project No. 4166.00

Dear Mr. Comwell:

Substantial completion of the above referenced project was achieved on December 6,2016. The contractor's one-year warranty period began on that date and shall expireonDecember 5, 2017.

To Ae best ofour knowledge and belief this project was completed in accordance with theDivision ofWater approved plans and specifications.

It has been a pleasure working with you and the Fountain Run Water District on anothersuccessful project. We look forward to future opportunities to continue our relationship..

Should you have any questions, or ifadditional information is required, please do nothesitateto contactme at (502)695-9800.

Sincerely,

HMB Professional Engineers, Inc.

Jeff Reynolds, P.E.Project Manager

cc: Gene Wilbum, N.E. KY EnvironmentalMark Givens, RD

Kentucky . Tennessee . Indiana . Alabama

PROFESSIONALENGINEERS, INC

3 HMB Circle

US 460

Frankfort, KY 40601Office; (502) 695-9800

Fax: (502) 695-9810

' Highway Engineering

Structural Engineering

Water &Wastewater

SiteDevelopment

Right-of-Way

Master Planning

Environmental Planning

Surveying

Project Management

Cost Estimation

Construction Inspection

Aviation Services

Environmental Remediation

Landscape Architecture

November 2,2017

Gwen Pinson, Executive DirectorPublic Service Commission

211 Sower Boulevard

Frankfort, KY 40602-0615

RE: Case No. 2016-00229

Fountain Run Water District #1

HMB #4166.00

Dear Mrs. Pinson:

This letter is to inform you that construction on the above reference project startedon approximately September 10, 2016. The 50 percent complete was reached onapproximately October 15, 2016.

If you have any questions or need additional information, please call.

Sincerely

HMB Professional Engineers, Inc.

.^JeffReynoldsf^^^

Kentucky . Tennessee . Indiana . Alabama . West Virginia . Georgia

Sanitary Sewer Improvements ProjectFountain Run Water District #1

Draw Request 5Dec-16

Job No. 4166

Engineer JR

Date 12/28/2016

Admin

PayeeRUS Loan

($133,000)

RUS Grant

($74,000)

ARC Grant

($218,000)Prior Request Total to Date Amount Due

HMB Professional Engineers, Inc. $1,297.00 $61,553.00 $62,850.00 $1,297.00

Rubin and Hays $6,704.81 $6,704.81 $0.00

Richard D. Jackson, Attorney $1,939.13 $1,939.13 $0.00

Wells Fargo Bank - Loan Payoff $49,335.86 $49,335.86 $0.00

N.E. Zabkar, Corp $172,556.00 $172,556.00 $0.00

N.E. KY Environmental Services $42,306.00 $42,306.00 $0.00

Fountain Rim Sinking Ftmd $5,000.00 $5,000.00 $0.00

Total $0.00 $0.00 $1,297.00 $339,394.80 $340,691.80 $1,297.00

Prior Request $133,000.00 $51,598.34 $154,796.46

Total to Date $133,000.00 $51,598.34 $156,093.46 $340,691.80

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SANITARY SEWER IMPROVEMENTS PROJECTFOUNTAIN RUN WATER DISTRICT #1

MONROE COUNTY, KENTUCKYCONTRACT I - PUMP STATION REHAB

FOUNTAIN RUN WATER DISTRICTJOE CORNWELLPRESIDENT

RAVEN PROPESVICE PRESIDENT

NOV15 LANCASTERSECRETARY

BRENDA STEENBERGENTREASURER

FRANCES HOWARDMEMBER

CHRIS VEACUMANAGER

NO. 20,40

RECORD DRAWINGSDATE: DECEME 2øI

EVlSED T: SA

DATE REVISED: DECEME 201e’

DECEMBER 201611MB PROJECT No. 4166.00

Plans Prepared By:

Pfl0FE5IOUAL -

ENGI?.aEERS. INC

3 lIMB CIrcle (502)695—9800Frankfort, Kentucky Fax (502)695—9810

GENERAL NOTES

I. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THELOCATIONS OF ANY AND ALL UTILITIES ENCOUNTERED BY THE FINALALIG’$1ENT OF SEUER LINE. THE CONTRACTOR SHALL USE CAUTION LLI4ENEXCAVATING AND SHALL TAKE THE NECESSARY MEASURES TO PROTECTTHE EXISTING UTILITIES TO KEEP THEM IN SERVICE. IF UTILITIES ARE SHOWN,THE IF’.FO-1ATICN IS GENERAL IN NATURE AND NOT TO BE TAKEN ASAS-BUILTS. ADDITIONAL UTILITIES OTHER THAN THOSE SWCIJ.N WILL BEENCOUNTERED. CONTRACTOR SHALL CONTACT REPRESENTATIVES OF LOCALUTILITIES A MINIMUM OF 48 HRS. BEFORE COMMENCING UJOC ON THE PROJECT.ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THE CONTRACTORSOPERATION SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TOTHE OWNER OR THE ENGINEER

2. THE CONTRACTOR SHALL CONFORI TO ALL LOCAL CODES AND RECEIVEAPPROVAL WHERE NECESSARY BEFORE CONSTRJCTION.

3. ALL DAMAGE TO EXISTING UTILITIES CAUSED BY THE CONTRACTORSOPERATION SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TOTHE OWNER NOT ALL CULVERTS ARE SHCtLN. CONTRACTOR SHALL USECAUTION WHEN WO(ING IN THESE AREAS.

4. THE CONTRACTOR SHALL MAINTAIN A CUPRENT SET OF CONSTRJCTIONPLANS ON THE JOB SITE DURING ALL PHASES OF CONSTRJCTIOft

5. ALL CONSTRJCTION AND INSTALLATION OF MATERIALS BEING USEDSHALL BE IN COI’ORIANCE WITH THE PLANS AND SPECIFICATIONSPREPARED BY THE ENGNEER OF RECORD. SUBSTITUTION ANDDEVIATION SHALL BE PERIITTED ONLY WHEN WIT1EN APPROVALHAS BEEN ISSUED BY THE ENGINEER

6. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO DETE1NESUB5UACE CONDITIONS.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY REMOVAL,RELOCATION AND REPLACEMENT OF TRAILERS, BUILDINGS, FENCES, ETC.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGTEMPORARY PUMPS TO PUMP THE SEWAGE AROUND THE CONSTRJCTIONAREA, IF NECESSARY. THE CONTRACTOR SHALL PROvIDE THE NECESSARYEQUIPMENT TO PREVENT BY-PASS OF SEWAGE AND SUBMIT A PLANINDICATING HOW THIS WILL BE ACCOMPLISHED. NO ADDITIONAL COST SHALLBE PAID TO THE CONTRACTOR FOR ANY REASON, FOR SELlER PLMPINGREQUIRED TO COMPLETE CONSTRJCTION.

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I TYPICAL PUMP STATION

2 PUMP STATION ‘2SDI STANDARD DETAILS

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DE5IED SY JOR (S02) CONTRACT I - PUMP TAUON REHABDRAN SY SAB (E’02) S-’SIø FAXCHECJ(ED I JDR LOCATION MAP/GENERAL NOTES/SHEET INDEX

NO. DATE vI5Iaq8 C14(D ARD DATE CC DUS.— — — —

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RUMP STATION GENERAL NOTES

,-CONTRACTOR SHALL CORE/ DRILL EXISTING CONCRETE TOP

/ TO INSTALL CONTROL PANEL(NOTE PUMP STATION 1, M, , ‘

AND 8 WERE MOUNTED ON THESIDE OF TI-IE WET WELL)

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iL-i .—LIFT-OUT ASSEMBLY, TOBE MOUNTED ON EXIST.

I CONCRETE PEDESTAL

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I. ALL BOLTS FOR LIFT STATION SHALL BE STAINLESS STEELTYPE 304 WITH STAINLESS STEEL HARDWARE.

2. CONTROL PANEL SHALL BE FIELD LOCATED ON THE TOPSLAB OF TI-IE WET WELL AND APPROVED BY OWNER ANDENGINEER (NOTE PUMP STATION I, 4, ¶‘, ‘, 7 AND *5 WEREMOUNTED TO TI-IE SIDE OF THE WET WELL.)

3. CONTRACTOR SHALL FABRICATE STAINLESS STEEL WALLMOUNT BRACKET FOR TOP RAIL SUPPORT PLATE.

4. ALL PVC FITTINGS SHALL BE FLANGED. NO GLUE FITTINGSUJILL BE ALLOWED.

‘. PROPOSED DISCHARGE PIPING SHALL ALIGN WITH EXISTINGDISCHARGE LINE. DISCHARGE PIPING SHALL TRANSITION TOPVC OUTSIDE OF WET WELL AND CONNECT TO EXISTINGFORCE MAIN.

S. BYPASS CONNECTION SHALL BE INSTALLED PRIOR TOTAKING EXISTING PUMP STATION OUT OF SERVICE.CONTRACTOR SHALL BE RESPONSIBLE FOR PUMPING OFSEWAGE AROUND EXISTING WET WELL DURING CONSTRUCTION.

7. CONTRACTOR SHALL REMOVE EXISTING PUMPS, GUIDE RAILS,FLOATS, PIPING, ETC. ALL MATERIALS REMOVED SHALLREMAIN THE PROPERTY OF THE DISTRICT AND SHALL BEPLACED AT A LOCATION AS DIRECTED BY THE DISTRICT.

3 -1MB CIRCLEFRANKFORT, KENTUCKr(ø2) (-‘3Søø(02) 6’35-3SI FAX

ALARM LIGHT

5.5. WEATHERPROOF CONTROLPANEL MOUNTED PEDESTAL,SHOWN IN THIS VIEW FOR CLARITY

S.S. WALL MOUNT BRACKETFOR TOP RAIL SUPPORTPLATE (SEE NOTES)

2’ FLG x FLG ‘O BEND,PVC SCH. 50

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PUMP STATION DIM. ‘A’

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DATE REVI8ED: CEMER 2016

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NO. DATE VISIC?4S— —

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SANITARY SEWER IMPROVEMENTS PROJECTFOUNTAIN RUN WATER DISTRICT tl

MONROE COUNTY KENTUCKYCONTRACT I - PUMP TATION REHAB

4EET

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SANITARY SEWER IMPROVEMENTS PROJECTFOUNTAIN RUN WATER DISTRICT #1

MONROE COUNTY, KENTUCKYCONTRACT II - SMALL DIAMETER GRAVITY SEWER

FOUNTAIN RUN WATER DISTRICTJOE COENWELLPRESIDENT

RAVEN PROPESVICE PRESIDENT

NOV28 LANCASTERSECRETARY

BRENDA STEENBERGENTREASURER

FRANCES HOWARDMEMBER

CHRIS VEACHMANAGER

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JEFi . \4flEYNOLD$

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JE,F6 1EYN6LDS, P1.KENTUCKY REGIA11ON NO. 20,469

RECORD DRAWINGSDATE: DECEME 2ZI6

REVISED Y: SA

DATE REVISED: DECEME 2ø1

DECEMBER 2016HMB PROJECT No. 4166.00

Plans Prepared By:

PROFESSIONALENGINEERS, INC

3 1043 CIrcle (502)895—9800Fraiikfort. Kentucky Fax (502)895—9810

ENEAL NOTES

I. IT SHALL SE THE CONTRACTORS RESPONSISILITY TO ASCERTAIN THELOCATIONS OF ANY AND ALL UTILITIES ENCO4TERED SY THE FINALALIGNMENT CF SELER LINE. THE CONTRACTOR SHALL USE CAUTION WHENEXCAVATING AND SHALL TAKE TI-4E NECESSARY MEASURES TO PROTECTTHE EXISTING UTILITIES TO KEEP THEM IN SERVICE. IF UTILITIES ARE SI4CU1,THE INFOR-IATIQN IS GENERAL IN NATURE AND NOT TO SE TAKEN ASAS-SUILTS. ADDITIONAL UTILITIES OTHER THAN THOSE S4-IOUX4 WILL SEENCOTERED. CONTRACTOR SHALL CONTACT REPRESENTATIVES OF LOCALUTILITIES A MINIMUM OF 46 I-IRS. SEFORE COMMENCING UJOR( ON THE PROJECT.ALL DAM,aCE TO EXISTING UTILITIES CAUSED SY THE CONTRACTORSOPERATION SHALL SE REPAIRED SY THE CONTRACTOR AT NO COST TOTI-1E NER OR THE ENGINEER.

2. THE CONTRACTOR 5l-IALL COFO1 TO ALL LOCAL CODES AND RECEIVEAPPROVAL WHERE NECESSARY SEFORE CONSTRiCTION.

3. TI-E CONTRACTOR IS TO VERIFY ALL EXISTING AND FINISHED GRADESAND ELEVATIONS IN THE FIELD AND REPORT ANY DISCREPANCIESTO THE OUNER’S REPRESENTATIVE

4. ALL DAMAGE TO EXISTING UTILITIES CAUSED SY TI-4E CONTRACTOR’SOPERATION SHALL SE REPAIRED SY THE CONTRACTOR AT NO COST TOTI-IE OU.NER NOT ALL CULVERTS ARE SHOU1. CONTRACTOR SHALL USECAUTION WHEN ILJOR(ING IN THESE AREAS.

5. THE CONTRACTOR SHALL NOTIFY PROPERTY CU4ERS PRIOR TOPEOPMING DRIVEWAY CUTS IN ORDER TO PROVIDE PROPERTY OUNERACCESS TO THE PUSLIC RIGHT-CF-WAY. THE CONTRACTOR SHALLINSTALL THESE DRIVEWAY CROSSINGS WITH EXPEDIENCE AND SHALLRESTORE THE DRIVEWAY AS SOON AS POSSISLE.

6. CONCRETE ENCASEMENT SHALL SE USED WHEN CLEARANCE SETILEENWATER MAIN AND SEU.ER LINE IS IS” OR LESS. SEE DETAIL-UTILITYCROSSING,ENCASEMENT. CONCRETE ENCASEMENT IS NOT A SEPARATEPAY ITEM, PRICE TO SE INCLUDED IN UNIT PRICE SID FOR PIPE.

7. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRiCTIONPLANS ON THE JOS SITE DURING ALL PHASES OF CONSTRiCTION.

S. ALL CONSTRiCTION AND INSTALLATION OF MATERIALS SEING USEDSHALL SE IN CaFOR-1ANCE WITH THE PLANS AND SPECIFICATIONSPREPARED S’r THE ENGINEER CF RECORD. 54JSSTrnJTION ANDDEVIATION SHALL SE PER-IITrED ONLY WHEN LLRITtEN APPROVALHAS SEEN ISSUED SY THE ENGNEER

‘. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO DETERIINESUS5UACE CONDITIONS.

10. THE CONTRACTOR SHALL SE RESPONSISLE FOR ALL LINES ANDGRADES REQUIRED FOR THE CONSTRiCTION OF THE SEU,R LINES.

THE CONTRACTOR SHALL RJRISH ALL MATERIALS AND EQUIPMENTTHAT ARE REQUIRED FOR LAYQUT SY THE CONTRACTOR’S FORCES.

II. THE CONTRACTOR SHALL SE RESPONSISLE FOR THE TEMPORARY REMOVAL,

RELOCATION AND REPLACEMENT OF TRAILERS, SUILDINGS, FENCES, ETC.

12. ELECTRONIC MAR<ER SYSTEM (EMS) FULL-RANGE MARKERS SHALL SEINSTALLED AT ALL SENDS, TEES, FITTINGS AND WHERE DIRECTED SY THEO*1ER/ENGINEER

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NA1E DATE FANK0RT, KENTUCKYMONROE COUNTY, KENTUCKY

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NOTES.I TNIS DETAIL. APPLIES IN GRASS AREAS. ThIE WORC REQJIRED

Y TWIS DETAIL IS INCIDENTAL TO TWE SELlER PIPE.

2. ELECTRONIC NARER S’tSTEPI (EMS) RJLL-WIGE MA.ES+4ALL EE INSTALLED AT AU. EENDS, TEES, FITThIGS ANDUA-IERE DIRECTED t TI.E CUNER/ENGINEER.

I. CONCRETE ENCASEENT SNALL E USED UR4EN CLEARANCEEETILEEN SEUER OR NON-POTASLE WATER lINE AND UTILITYLINE IS IS OR LESS.

2. AN4 ENC21TERISIG UTLLLrr LINE WITI4 SEPARATION LESS TWANIS” VERTICAL OR 10-0” WORIZONTAL. CONCRETE ENCASEMENTSWALL E USED. PJLL SECTION OF SELlER OR NON-POTAISLELUSTER LINE SWALL EE CENTERED L1’LDER UTILITY LI.LE TOACI-HEVE MA)<II1J1 JOINT DISPLACEMENT.

3. CONCRETE ENCASEMENT IS NOT A SEPARATE PAY ITEt

SI4AT LOCATION PORPLLJ VALVES WITI4 DIALINDICATOR (OEN-SI4UT?

ZONE 3 - NO ROCK ALLOIED INTOPS OFEAcLcFILL

_

ISLESS

I - SELECT EARTN S MIN.DEPTI4 FREE OF

1-0 OP. 1-0’ F- SEU.ER OR- — —. —I / NON-POTAISLE

LUSTER LINE

F

vALvE 4 VALVE e.oxSCALE. N.TS.

CRAVITr EMBENMENT

,

4JCRItESS

____________

E)ISTLrtILITY LINE

SIDE VIEW EN VIEW

UTILITh CRCSSINC / ENCASEtIENT

SCALE • N.TS.

SCALE • N.T.S.

TNREAPED PVC CAP4”4” - UJAxWIA WIUF. ,—tFLUSI4 WITI4 GJ’C)REQ. FOR GRASS ORGRAVEL AREAS - 24” 50. CONC.NO C4C. REQ. FOR 5” TWICK —PAVED AREAS

RECORD DRAWINGSD,6TE: CEMER 2I

REVISED Y:

_____________

DATE REVISED: DECEMBER 2I

PVC ELUENT SELlER

NOTE.CLEANOUTS SI4ALL EE LOCATED ASSWaIN ON PLANS WIT)4 A MAxS-U1SEPARATION OF 350.

EFFLUENT SEWER CLEAN OUT

SCALE • N.T

— — —— PROJECT. 4600 DATE, DEC. 2015 SAlUTARY SEWER IMPROVEMENTS PROJECT ET— SCALE. . FOUNTAIN RUN WATER DISTRICT #1— r13 4M CIRCLE

— -DATE FRANKFORT, KENTUCK’r MONROE COUNTY, KENTUCKY

— DESIGNED SY JDR I (52) CONTRACT II - SMALL DIAMETER GRAVITY SEWERVI5ED

DRAWN I t5@2) -Iø FAXCI4ECKED I

NO. W REVIONS C44D AFPRD DATE RECORO DUIGS. I ISTANDARD SANITARY SEWER DETAILS

— — — —

PROFESSIONALENGINEERS. INC